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Article: Cyclic behaviour of connecting beams in reinforced concrete slit shear walls

TitleCyclic behaviour of connecting beams in reinforced concrete slit shear walls
Authors
Issue Date1994
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.com
Citation
Proceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1994, v. 104 n. 3, p. 317-324 How to Cite?
AbstractThe connecting beams in slit shear walls are generally much shorter than those in ordinary coupled shear walls and may therefore behave quite differently. In order to investigate the shear behaviour of such short connecting beams, two series of shear tests, one on monotonic behaviour and the other on cyclic behaviour, were carried out. Altogether, 24 specimens were tested. The results of the monotonic shear tests have been reported in an earlier paper. This Paper presents some additional information on the ductility of the beams as revealed by the monotonic shear tests, and the results of the cyclic shear tests. From the cyclic shear tests, the cracking and failure characteristics, reinforcement stress distribution, stiffness and strength degradations, ductility and damping capacity, etc., of the connecting beams are studied. The results are useful for evaluating the seismic performance of reinforced concrete slit shear walls.
Persistent Identifierhttp://hdl.handle.net/10722/70831
ISSN
2015 Impact Factor: 0.429
2015 SCImago Journal Rankings: 0.323

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_HK
dc.contributor.authorCheung, YKen_HK
dc.contributor.authorLu, XLen_HK
dc.date.accessioned2010-09-06T06:26:30Z-
dc.date.available2010-09-06T06:26:30Z-
dc.date.issued1994en_HK
dc.identifier.citationProceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1994, v. 104 n. 3, p. 317-324en_HK
dc.identifier.issn0965-0911en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70831-
dc.description.abstractThe connecting beams in slit shear walls are generally much shorter than those in ordinary coupled shear walls and may therefore behave quite differently. In order to investigate the shear behaviour of such short connecting beams, two series of shear tests, one on monotonic behaviour and the other on cyclic behaviour, were carried out. Altogether, 24 specimens were tested. The results of the monotonic shear tests have been reported in an earlier paper. This Paper presents some additional information on the ductility of the beams as revealed by the monotonic shear tests, and the results of the cyclic shear tests. From the cyclic shear tests, the cracking and failure characteristics, reinforcement stress distribution, stiffness and strength degradations, ductility and damping capacity, etc., of the connecting beams are studied. The results are useful for evaluating the seismic performance of reinforced concrete slit shear walls.en_HK
dc.languageengen_HK
dc.publisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.comen_HK
dc.relation.ispartofProceedings of the Institution of Civil Engineers: Structures and Buildingsen_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.rightsPermission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees-
dc.titleCyclic behaviour of connecting beams in reinforced concrete slit shear wallsen_HK
dc.typeArticleen_HK
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityKwan, AKH=rp00127en_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.1680/istbu.1994.26781-
dc.identifier.scopuseid_2-s2.0-0028482609en_HK
dc.identifier.hkuros1122en_HK
dc.identifier.volume104en_HK
dc.identifier.issue3en_HK
dc.identifier.spage317en_HK
dc.identifier.epage324en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridKwan, AKH=7101738204en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK
dc.identifier.scopusauthoridLu, XL=7404839168en_HK

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